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Home My WebLink About1349 CYNTHIA LN; ; CB060027; Permit03-22-2006 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB060027 Building Inspection Request Line (760) 602-2725 1349 CYNTHIA LNCBAD RESDNTL Sub Type SFD 1562316900 Lot# 0 $56,378 00 Construction Type VN Reference # 1 Structure Type MOHO 3 Bathrooms 2 DOMINGUEZ RES-1753 SF MANUF HOME 400 SF GARAGE Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 01/04/2006 LSM 03/22/2006 03/22/2006 Applicant DOMINGUEZ DONALD L&LUCY A Owner DOMINGUEZ DONALD L&LUCY A 1288KNOWLESAV CARLSBAD CA 92008 1288KNOWLESAV CARLSBAD CA 92008 Building Permit Add I Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $381 01 Meter Size $0 00 Add'l Reel Water Con Fee $247 66 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $564 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee $3,18800 Housing Credit Fee D5/8 Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $16000 $431300 $000 $000 $000 $000 $000 $502 90 $567 10 $000 $14700 $6000 $6550 $000 $000 $000 $000 $985 00 $000 $1062281 Total Fees $10,622 81 Total Payments To Date $10,622 81 Balance Due $000 BUILDING PLA ~_U1 IN STORAGE ATTACHED Inspect FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as "fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. 0600401-3 0008 01/04/2006 001 11 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date Business Name (at this address)Addess (include Blda/Suite#) Legal Description Proposed UsemAssessor s Parcel ,# . \M0agsaKp Description of Work tt of Bathrooms 2-, <f200&?U> N~(if different from applicant) Address City 3 APPLICANT Q Contractor Q Agent for Contractor \% Owner Q Agent for Owner Name ' " Address VJ City State/Zip Telephone # $ CONTRACTOR - COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone 6 WORKERS'COMPENSATION Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations t~l I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 OWNER BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor •> License Law for the following reason JB I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) l~l I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) 0 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES C]NO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I of work) hay^ contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type // / J-+ , <5pfrt)PERTY OWNER SIGNATURE COMPLETE THIS SECTION FOR DATE UlLDINGPERMITfrONLY Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? d YES fj NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' F~) YES l~1 NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? D YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME LENDER S ADDRESS 9 APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commencedXnthm 180'days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced fin a penoc/c/180 day^(Section 106 4 4 Uniform Building Code) DATE / WHITE File YELLOW Applicant PINK Finance APPLICANT S SIGNATURE i ' City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite Fire MAR 2 0 2007 Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected BV , )«M Inspected 1 Bv Inspected By Comments CB060027 DOMINGUEZ RES- 1753 SF MANUF HOME 400 SF GARAGE 1349CYNTHIALN NA Phone 7608898563 CA Water Dist CA y , Date W-L/v Insoected yL\'CT\ Date Inspected Date Inspected ^o<rY-|Uv\ /-OOK^ £no a. . &t Date Permit Type Sub Type Lot 0 Approved Jfxr Approved Approved K 4-^ £*s -03/20/2007 RESDNTL SFD Disapproved Disapproved Disapproved J City if Carlsbad Final Building Inspection PLANNING DEPT TRACKING DESK REC'D. Dept Building Engineering CMWD StLite Fire Plan Check # Permit # Project Name Address Contact Person Sewer Dist InspecteS? j- Bv L/ Inspected Bv Inspected Bv CB060027 DOMINGUEZ RES- 1753 SF MANUF HOME 400 SF GARAGE 1349CYNTHIALN NA Phone 7608898563 CA Water Dist CA NU^7 Date ^J^51 vv ^ ' Inspected _^| ^>l Date Inspected Date Inspected Date Permit Type Sub Type Lot 0 / "7 /iy ^ Approved \^ ( Approved Approved 03/20/2007 RESDNTL SFD Disapproved Disapproved Disapproved Comments Inspection List Permit* CB060027 Type RESDNTL SFD Date Inspection Item 03/22/2007 89 03/22/2007 89 03/20/2007 89 03/20/2007 89 01/19/200722 01/19/2007 98 01/17/2007 21 01/17/2007 22 01/04/2007 17 01/04/2007 21 01/04/2007 22 01/04/2007 23 01/04/2007 31 12/07/2006 23 12/07/2006 31 11/21/2006 31 10/12/2006 34 09/14/2006 14 09/14/2006 83 09/11/2006 14 09/07/2006 14 09/06/2006 14 09/05/2006 14 08/15/2006 11 08/14/2006 11 08/01/2006 11 07/31/2006 11 07/06/2006 14 06/27/2006 1 1 06/27/2006 66 06/21/2006 11 06/15/2006 11 06/14/2006 11 06/13/2006 11 Final Combo Final Combo Final Combo Final Combo Sewer/Water Service BMP Inspection Underground/Under Floor Sewer/Water Service Interior Lath/Drywall Underground/Under Floor Sewer/Water Service Gas/Test/Repairs Underground/Conduit-Wirm Gas/Test/Repairs Underground/Conduit-Wirm Underground/Conduit-Wirm Rough Electric Frame/Steel/Bolting/Weldm Roof Sheathing/Ext Shear Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Frame/Steel/Bolting/Weldm Ftg/Foundation/Piers Grout Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Inspector Act PD - - PD PD PD PD PD MC MC MC MC MC PD PD PD PD PD PD PD PD PD PD MC MC PD MC PD PD PD PC PD PD PD AP Rl Rl CO AP CO NR NR AP AP CA AP AP PA PA AP AP we AP CO NR CA CA AP CO CA NR PA we AP AP AP CO CA DOMINGUEZ RES- 1753 SF MANUF HOME.400 SF GARAGE Comments SEE NOTICE AT GARAGE SIDE ONLY WATER SERVICE AT P O C TO UNIT TRACER WIRE INSTALLED PER SAME CONDUCTOR NOTES ON CARD GARAGE TO HOUSE @ GARAGE SITE LOCKED© 12 30 @ 8 40AM SEE NOTICE ATTACHED SAMPLES NO GARAGE FOOTINGS TRENCHED BOTTOM PLATE / RIM CONNECTION PETE ALLREADY SIGNED notice attached OFF Friday March 23 2007 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 03/22/2007 Permit* CB060027 Title DOMINGUEZ RES-1753 SF MANUF Description HOME.400 SF GARAGE Inspector Assignment PD 1349 CYNTHIA LN Lot Type RESDNTL Sub Type SFD Job Address Suite Location APPLICANT DOMINGUEZ DONALD L&LUCY A Owner Remarks Phone 0000000000 Inspector, Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By CHRISTINE Act Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 03/20/2007 01/19/2007 01/19/2007 01/17/2007 01/17/2007 01/04/2007 01/04/2007 01/04/2007 01/04/2007 01/04/2007 12/07/2006 12/07/2006 11/21/2006 Inspection History Description 89 22 98 21 22 17 21 22 23 31 23 31 31 Final Combo Sewer/Water Service BMP Inspection Underground/Under Floor Sewer/Water Service Interior Lath/Drywall Underground/Under Floor Sewer/Water Service Gas/Test/Repairs Underground/Conduit-Wiring Gas/Test/Repairs Underground/Conduit-Wiring Underground/Conduit Wiring Act CO AP CO NR NR AP AP CA AP AP PA PA AP Insp PD PD PD PD PD MC MC MC MC MC PD PD PD Comments SEE NOTICE AT GARAGE SIDE ONLY WATER SERVICE AT P O C TRACER WIRE INSTALLED TO UNIT PER SAME CONDUCTOR SAMPLES NOTES ON CARD GARAGE TO HOUSE City of Carlsbad Bldg Inspection Request For 03/20/2007 Permit# CB060027 Title DOMINGUEZ RES-1753 SFMANUF Description HOME.400 SF GARAGE Sub Type SFD Inspector Assignment PD 1349 CYNTHIA LN Lot Type RESDNTL Job Address Suite Location APPLICANT DOMINGUEZ DONALD L&LUCY A Owner Remarks Phone 760889856; Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By JANEAN Act Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date 01/19/2007 01/19/2007 01/17/2007 01/17/2007 01/04/2007 01/04/2007 01/04/2007 01/04/2007 01/04/2007 12/07/2006 12/07/2006 11/21/2006 10/12/2006 Description 22 Sewer/Water Service 98 BMP Inspection 21 Underground/Under Floor 22 Sewer/Water Service 17 Interior Lath/Drywall 21 Underground/Under Floor 22 Sewer/Water Service 23 Gas/Test/Repairs 31 Underground/Conduit Wiring 23 Gas/Test/Repairs 31 Underground/Conduit Wiring 31 Underground/Conduit Wiring 34 Rough Electric Act AP CO NR NR AP AP CA AP AP PA PA AP AP Insp PD PD PD PD MC MC MC MC MC PD PD PD PD Comments AT GARAGE SIDE ONLY WATER SERVICE AT P O C TO UNIT TRACER WIRE INSTALLED PER SAME CONDUCTOR SAMPLES NOTES ON CARD GARAGE TO HOUSE @ GARAGE NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE .*?" 10~ 0 * TIME LOCATION_ PERMIT NO f^/A'^ i.< •#)>,-•. f<t -'- {; A -'<- ) 7 <. ft <> Is. L (.fill f- if '» •„ ! .'-' r..p FOR INSPECTION CALL (760) 602 2725 RE-INSPECTION FEE DUE? . : YES ^FMNFOR 'f"f FOR FURTH^FMNFORMATION, CONTACT d r *- ~ PHONE BUILDING WSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 08/14/2006 Permit* CB060027 Title DOMINGUEZ RES- 1753 SF MANUF Description HOME.400 SF GARAGE Inspector Assignment PD Sub Type SFD 1349 CYNTHIA LN Lot Type RESDNTL Job Address Suite Location APPLICANT DOMINGUEZ DONALD L&LUCY A Owner Remarks Phone 9519275661 Inspector Total Time Requested By ABBIE Entered By CHRISTINE CD Description 11 Ftg/Foundation/Piers Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date Description 08/01/2006 11 Ftg/Foundation/Piers 07/31/2006 11 Ftg/Foundation/Piers 07/06/2006 14 Frame/Steel/Bolting/Weldmg 06/27/2006 11 Ftg/Foundation/Piers 06/27/2006 66 Grout 06/21/2006 11 Ftg/Foundation/Piers 06/15/2d)6 11 Ftg/Foundation/Piers ^006 11 Ftg/Foundation/Piers Go/fl|e006 11 Ftg/Foundation/Piers Act Insp Comments PDCA NR PA WC PD AP PD AP PC AP PD CO PD CA PD MC NO GARAGE FOOTINGS TRENCHED PD BOTTOM PLATE / RIM CONNECTION PETE ALLREADY SIGNED OFF notice attached NOTICECITY OF CARLSBAD ^ X, (760)602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE 14 A^& 'Z.gQ^ TIME LOCATION PERMIT NO <^» ° *? '4 FOR INSPECTION CALL (760) 602 2725 RE-INSPECTION FEE DUE? I ! YES FOR FURTHER INFORMATION, CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 06/14/2006 Permit* CB060027 Title DOMINGUEZRES-1753SFMANUF Description HOME.400 SF GARAGE Inspector Assignment PD Sub Type SFD 1349 CYNTHIA LN Lot Type RESDNTL Job Address Suite Location OWNER DOMINGUEZ DONALD L&LUCY A Owner Remarks Phone 9519275661 Inspect Total Time CD Description 11 Ftg/Foundation/Piers Act Commentfo Comments/Notices/Hold Requested By AVI Entered By CHRISTINE Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments NOTICE CITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE u? ' / 7 " 0 b _ TIME __ LOCATION / ?•/? ( ^ 7>V A PERMIT NO 0 o 71 2 - g>/?5 tf r ^ / : I L i 'T. s M f / / r ^/4 si / Per/},.. V / / FOR INSPEOTK31VJ CALL (760) 602-2725 RE-INSPECTION FEE DUE? I FOR FURTjfER INFORMATION CONTACT S l' * " / / ® L YES PHONE I—:-*-BUILDING INSPECTOR CODE ENFORCEMENT OFFICER EsGil Corporation In Partnership with government for (Building Safety DATE March 20, 2OO6 G APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06-0027 SET IV PROJECT ADDRESS 1349 Cynthia Lane PROJECT NAME Dommguez Manufactured Home The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporatidn staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) p\ Fax # Mail Telephone Fax In Person • REMARKS OK to issue with applicant ra^a^to5Tsheet 2A in set I with the new sheet 2A marked set IV and inserting the Garage plans int^et^Received one set only By Bryan Zuppiger Enclosures Esgil Corporationn GA n MB n EJ n PC os/is/oe trnsmtl dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partnership with government for <Buiftfing Safety DATE March 7, 2006 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06-OO27 SET III PROJECT ADDRESS 1349 Cynthia Lane PROJECT NAME Dominguez Manufactured Home The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Sean Dominguez *t288 Knowles Avenue \^^ 5 Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Sean Dominguez Telephone # 7607303713 Date contacted J~2?-t^(by ^X^ ) Fax # same Mail /Telephone /''Fax In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporationn GA n MB n EJ n PC 02/23/06 trnsmtl dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad O6-O027 March 7, 2006 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 06-0027 PROJECT ADDRESS 1349 Cynthia Lane SET III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 02/28/06 March 7, 2006 REVIEWED BY Bryan Zuppiger FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit two new complete sets of prints to See item#1 next page B To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo Carlsbad O6-OO27 March 7, 2006 • PLANS NOTE The items listed below refer to the item numbers from previous list These remaining items have not been adequately addressed The notes in bold at the end of or contained within each item are to emphasize the remaining problem 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, and (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) This applies to all subsequent submittals Only the effected sheets need be submitted I will insert them into the plans 5 Show the utility locations on the site plan Utihty(s) are gas and electric please show both meter locations and the electric meter size 7 Show how the water heater will be accessed If the water heater is accessed through the Garage the door would have to be fire rated or if louvered the inside of the water heater cabinet would have to be fire rated The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation Thank you Carlsbad 06-0027 March 7, 2OO6 • PLANS NOTE The items listed below refer to the item numbers from previous list These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 1 Please make all corrections on the onginal tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, and (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engmeenng and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) This applies to all subsequent submittals Only the effected sheets need be submitted I will insert them into the plans 5 Show the utility locations on the site plan Utility(s) are gas and electric please show both meter locations and the electric meter size. * See. 5 ite. plo^ ;M UiOx-l^ktec 7 Show how the water heater will be accessed If the water heater is accessed through for the Garage the door would have to be fire rated or if louveredihe inside of the 5f Z£, water heater cabinet would have to be fire rated The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation Thank you gag, e- * ki/^^C^^3L— tjxkjr heo.W~ iS door 1/uzaW -(?/XL, is 0 iOo.ll ^ EsGil Corporation In Partnership with government for Quitting Safety DATE February 21, 2OO6 jg_AEPUCANT ^"Q JURIS ^) JURISDICTION Carlsbad CTFLAN~REVIEWER a FILE PLAN CHECK NO 06-0027 SET II PROJECT ADDRESS 1349 Cynthia Lane PROJECT NAME Dommguez Manufactured Home The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Sean Dommguez 1288 Knowles Avenue Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted. Sean Dommguez (y-^j Telephone # 760 730 3713 Date c^^^F^^I^(by [tf ) Fax # same Mail ^--Telephone >s Fax In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 02/13/06 trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92121 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O6-O027 February 21, 20O6 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 06-0027 PROJECT ADDRESS 1349 Cynthia Lane SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 02/13/06 February 21, 2O06 REVIEWED BY Bryan Zuppiger FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit two new complete sets of prints to See item#1 next page B To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? Q Yes a No Carlsbad O6-0027 February 21, 2006 • PLANS NOTE The items listed below refer to the item numbers from previous list These remaining items have not been adequately addressed The notes in bold at the end of or contained within each item are to emphasize the remaining problem 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, and (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) This applies to all subsequent submittals Only the effected sheets need be submitted I will insert them into the plans 5 Show the utility locations on the site plan There was no response to this item 7 Show how the water heater will be accessed There was no response to this item The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation Thank you Carlsbad O6-OO27 February 21, 2OO6 • PLANS NOTE: The Items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes In bold at the end of or contained within each item are to emphasize the remaining problem. 1 . Please make all corrections on the onginal tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, and (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engmeenng and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engmeenng and Fire Departments until review by EsGil Corporation is complete 2 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) This applies to all subsequent submittals Only the effected sheets need be submitted I will insert them into the plans. 5 Show the utility locations on the site plan There was no response to this item 7 Show how the water heater will be accessed There was no response to this item The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation Thank you -v, o |OCA.-VI*OV\ S/o vfX ckrvj oO*vYV ^—^^-_—^^^^^_= EsGil Corporation In (Partnership •with government for <BuiCd~ing Safety DATE January 13, 2OO6 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06-0027 SET I PROJECT ADDRESS 1349 Cynthia Lane PROJECT NAME Dominguez Manufactured Home The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I | The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Sean Dominguez 1288 Knowles Avenue Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted. Sean Dominguez Telephones 7607303713 Date contacted iM (by & ) Fax#i ' _/ae conac Mail ./TelepTelephone »/ Fax In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 01/06/06 trnsmtl dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad O6-0027 January 13, 2006 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 06-0027 JURISDICTION Carlsbad PROJECT ADDRESS 1349 Cynthia Lane FLOOR AREA See Below STORIES 1 Manufactured Home 1753 ft3 Proposed Garage 400 fta HEIGHT no scale DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION ESGIL CORPORATION 01/06/06 DATE INITIAL PLAN REVIEW PLAN REVIEWER Bryan Zuppiger COMPLETED January 13, 2O06 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), that adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC (all effective 11/1/02) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e . plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans Carlsbad 06-0027 January 13, 2006 • PLANS 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, and (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) 3 Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Specify expiration date of license (California Business and Professions Code) 4 Provide construction documents for the garage Based on the response more corrections may follow 5 Show the utility locations on the site plan 6 Detail the seismic separation between the garage and the home 7 Show how the water heater will be accessed The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Please specify the expiration date of license (California Business and Professions Code) To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation Thank you Carlsbad 06-0027 January 13, 2006 | VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 06-OO27 PREPARED BY Bryan Zuppiger DATE January 13, 2006 BUILDING ADDRESS 1349 Cynthia Lane BUILDING OCCUPANCY R3/U TYPE OF CONSTRUCTION VN BUILDING PORTION manu home prop garage Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 1753 400 cb Valuation Multiplier City Valuation By Ordinance Reg Mod VALUE ($) 56,378 56,378 Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review [^Repetitive Fee Repeats 0 Complete Review D Other r-. Hourly Structural Only Hour Esgil Plan Review Fee $372 01 $241 81 $208 33 Comments macvalue doc City of Carlsbad DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER Public Works BUILDING PLANCHECK CHECKLIST PLANCHECK NO 4- Engi neeri ng ~9^\-(r>4 EST VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT CONTACT PERSON Name Taniya Barrows City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2773 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 Carlsbad, CA 920081-7314 • (76O) 602-2720 • FAX (760) 602*382 1ST /X2ND 3RD BUILDING PLANCHECK CHECKLIST SITE PLAN D 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow F Right-of-Way Width & Adjacent Streets B Existing & Proposed Structures G Driveway widths C Existing Street Improvements H Existing or proposed sewer lateral D Property Lines (show all dimensions) I Existing or proposed water service E Easements J Existing or proposed irrigation service D 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards D 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF Example Tenant Improvement for 3500 SF of warehouse to 3500 SF of office F BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST 3RD DISCRETIONARY APPROVAL COMPLIANCE D 4a Project does not comply with the following Engineering Conditions of approval for Project No L~H CH ED 4b All conditions are in compliance Date DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 16.330 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 !4" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS L~3 HH 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 81.650 . pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F WILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ,. ST 2ND 3RD checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date D D D 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 400 00 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows HKI D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date D 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15 16 060 of the Municipal Code CD CH d 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill import, export and remedial) This information must be included on the plans D D D 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date D D D 7c Partial Site Release from Engineering Inspector f \BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ^ST 2ND 3RD D D D 7d Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) D 7e No Grading Permit required D D D 7f If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for D D D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date NPDES PERMIT C] CD HD 10a Storm Water Requirements Applicability Checklist Completed D D D 10b Priority Determination and Compliance a Priority Project a Subject to Standard Permanent Storm Water BMPs a Exempt Q/^D D 11 FEES tB/Kequired fees are attached a No fees required WATER METER REVIEW D D D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service F BUILDING PLANCHECK CKLST FORM doc |ST ,ND jRD D D D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W The irrigation service should look like STA1+00 Install 2" service and 5 meter (estimated 100 gpm) 2 If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3 In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water F BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D D D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments F (BUILDING PLANCHECK CKLST FORM doc Address Prepared by ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Lf Date Bldg Permit No ($h C^D " oL Checked by ____ ___ Date EDU CALCULATIONS List types Tvpes of Use £? PrS Types of Use — — i— 1 and square footages for all So Ft /Units So Ft /Units uses APT CALCULATIONS List types and square footages for all uses Types of Use tz>T^r\ Sa Ft /Units I Types of Use So Ft /Units EDU's EDU's ADT's / ADT's 1 FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) ^J-LIEUFEE PARK AREA &# /vMs FEE/UNIT DNO PARK AREA &# X NO UNITS I TRAFFIC IMPACT FEE ADT's/UNITS i X FEE/ADT /<OTO B-3 BRIDGE AND THOROUGHFARE FEE (DIST #1 DIST #2. 1 07-0 ADTs/UNITS ET4 FACILITIES MANAGEMENT FEE UNIT/SQ FT 5 SEWER FEE EDU's I X FEE/ADT ZONE X FEE/SQ FT /UNIT DIST #3 =$ =$_ X FEE/EDU =$_ BENEFIT AREA EDU's j^SEWET^tATERAL ($2,500) — ' 7 DRAINAGE FEES PLDA ACRES X 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE X FEE/EDU =$ =$ HIGH /LOW FEE/AC =$ ^^(^pK? METER FEE SDCWA FEE IRRIGATION lloO Hffl/i*?? F \FEE CALCULATION WORKSHEET doc 1 of 2 Rev 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9 RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES* $ * NOTE This calculation sheet is NOT a complete list of all fees which may be due Dedications and Improvements may also be required with Building Permits 2 of 2 F \FEE CALCULATION WORKSHEET doc Rev 7/14rt)0 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB OLzOO Planner Erin Endres Address Phone (760) 602- APN Type of Project & Use Zoning ^. ( General Pv|an CFD (In/out) #_Date of participation 00 Net Project Density.DU/AC . Facilities Management Zone |_ Remaining net dev acres. Circle One (For non-residential development Type of land used created by this permit ) Legend 13 Item Complete D Item Incomplete - Needs your action Environmental Review Required- YES NOV TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES TYPE DATE OTHER RELATED CASES Compliance with conditions or approval' If not, state conditions which require action Conditions of Approval Q Q Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO V CA Coastal Commission Authonty? YES NO If California Coastal Commission Authonty Contact them at - San Diego CA 92108-4402, (619)767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? YES_ If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # 7575 Metropolitan Drive, Suite 103, NO Follow-Up Actions Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) Complete Coastal Permit Determination Log as needed 1) 2) J0 D D Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H \ADMIN\COUNTER\BMgPlnchKRevChklst Rev 9/01 DD DD j^DD D Site Plan 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard S'0peS) ^£3% /?0Provide legal descnption of property and assessor's'parcel number ^HZ7.. ! L/csts Policy 44- Neighborhood Architectural Design Guidelines 1 Applicability YES NO X) 2 Project complies YES _fa NO Zoning 1 Setbacks Front Intenor Side Street Side Rear Top of slope 2 Accessory structure setbacks Front Intenor Side Street Side Rear Structure separation 3 Lot Coverage Required Required Required Required Required ;ks Required Required Required Required Required Required <7<s Shown ^^ (/ \ ' Shown {* - ( ' Shown ^, s~ ' Shown "^^T- Shown Shown Shown Shown Shown Shown Jr'-ftr/a^ Q^0 4 Height Required.Shown Spaces Required.Shown5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments ^L ~y OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H \ADMIN\COUNTER\BWgPlncHkRevChklst R«v9/01 10 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 (619) 258-7901 Fax 258-7902 Donald & Lucy Dommguez December 28, 2005 1288 Knowles Avenue Project No 05-1106F4(A) Carlsbad, California 92008 Subject Addendum to Limited Site Investigation Proposed One-Story, Manufactured Home Parcel 2, 1288 Knowles Avenue, APN 156-231-40 City of Carlsbad, California Reference "Limited Site Investigation, Proposed Two-Story, Single-Family Residence, Parcel 2, 1288 Knowles Avenue, APN 156-230-52, City of Carlsbad, California", Project No 05-1106F4, Prepared by East County Soil Consultation and Engineering, Inc Dated February 16,2005 Dear Mr & Mrs Dommguez This addendum has been prepared to address the proposed single-story manufactured home at the subject site It is our understanding that the proposed construction has been changed from a two- story structure to a one-story manufactured home Therefore, the following foundation recommendations may be used for the manufactured home Continuous footings and/or spread footings are suitable for use Continuous footings should extend a minimum of 12 inches for the one-story dwelling into properly compacted fill soils or dense sandstone of the Terrace Deposits Formation These footings should be a minimum of 12 inches in width and reinforced with at least two #4 steel bars, one bar placed near the top of the footing and the other bar placed near the bottom of the footing Interior isolated footings should be a minimum of 18 inches square and founded a minimum of 12 inches below lowest adjacent grade Reinforcement should be a minimum of #4 bars spaced 12 inches on center each way and placed horizontally near the bottom These recommendations are based on geotechmcal considerations and are not intended to be in lieu of requirements of the Structural Engineer If we can be of any further assistance, please do not hesitate to contact our office Respectfully submitted, Mamadou Sahou Diallo, P E RCE 54071 MSD/md EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 (619) 258-7901 Fax 258-7902 Donald & Lucy Dominguez February 16, 2005 1288 Knowles Avenue Project No 05-1106F4 Carlsbad, California 92008 Subject Limited Site Investigation Proposed Two-Story, Single-Family Residence Parcel 2, 1288 Knowles Avenue, APN 156-230-52 City of Carlsbad, California Dear Mr & Mrs Dominguez In accordance with your request, we have performed a limited investigation of the soil conditions at the subject site to provide the soil engineering criteria for site grading and recommend an appropriate foundation system for the proposed residence Our investigation has found that the proposed building pad is underlain by topsoil and colluvium ~o a maximum depth of approximately 3 0 feet below existing grade Medium dense to dense sandstone of the Terrace Deposits Formation was underlying the colluvium It is our opinion that the proposed development is feasible provided the recommendations herein are implemented during construction Respectfully submitted, Mamadou Saliou Diallo, P E RCE 54071 DOMINGUEZ PROJECT NO 05-1106F4 INTRODUCTION This is to present the findings and conclusions of a soil investigation for a proposed two-story, single-family residence to be located between Knowles Avenue and Cynthia Lane, in the City of Carlsbad, California The objectives of the investigation were to evaluate the existing soils conditions and provide recommendations for the proposed construction SCOPE OF SERVICES The following services were provided during this investigation O Site reconnaissance and review of published geologic, seismological and geotechnical reports and maps pertinent to the project area O Drilling of three (3) exploration borings within the limits of the proposed areas of development, the borings were logged by our Staff Geologist O Collection of representative soil samples at selected depths The obtained samples were sealed in moisture-resistant containers and transported to the laboratory for subsequent analysis O Laboratory testing of samples representative of the types of soils encountered during the field investigation O Geologic and engineering analysis of the field and laboratory data, which provided the basis for our conclusions and recommendations O Production of this report, which summarizes the results of the above analysis and presents our findings and recommendations for site development DOMINGUEZ PROJECT NO 05-1106F4 SITE DESCRIPTION AND PROPOSED CONSTRUCTION The subject site is located between Knowles Avenue and Cynthia Lane, in the City of Carlsbad, California It consists of 3 proposed parcels Parcel 1 which is adjacent to Knowles Avenue is occupied by a one and two-story house Parcels 2 and 3 are vacant and will be accessed from Cynthia Lane The site slopes moderately to the southwest This soils investigation covers Parcel No 2 Site boundaries include Knowles Avenue to the south, Cynthia Lane to the north and residential parcels to the remaining directions Vegetation consisted of trees, shrubs, a flower garden and grass It is our understanding that the proposed construction will include a two-story, single family residence The structure will be wood-framed and founded on continuous and spread footings with a slab-on-grade floor FIELD INVESTIGATION AND LABORATORY TESTING On January 14, 2005, three (3) exploratory borings were drilled to a maximum depth of approximately 6 0 feet with a hand auger The approximate locations of the borings are shown on the attached Plate No I, entitled "Location of Exploratory Borings" A continuous log of the soils encountered was recorded at the time of excavation and is shown on Plate No 2 entitled "Summary Sheet" The soils were visually and texturally classified according to the filed identification procedures set forth on the attached Plate No 3 entitled "U S C S Soil Classification" Following the field exploration, laboratory testing was performed to evaluate the pertinent engineering properties of the foundation materials The laboratory-testing program included maximum density and optimum moisture content, particle size analysis and expansion index tests These tests were performed an general accordance with ASTM standards Page L-l provides a summary of the laboratory test results SUBGRADE CONDITIONS Topsoil and colluvium were encountered to a maximum depth of approximately 3 0 feet below existing grade These soils generally consisted of silty sand with a loose consistency The colluvium was underlain by medium dense to dense sandstone of the Terrace Deposits Formation to the explored depth of 6 feet DOMINGUEZ PROJECT NO 05-1106F4 EXPANSIVE SOILS An expansion index test was performed on a sample of the colluvium to determine volumetric change characteristics with change in moisture content An expansion index of 0 indicates a very low expansion potential for the foundation soils GROUNDWATER Groundwater was not encountered during the course of our investigation Static groundwater is anticipated at depths greater than 100 feet We do not expect groundwater to affect the proposed development However, perched water may be encountered due to periods of heavy precipitation, landscape watering, leaking water lines, construction activities or unforeseen causes Mitigative measures regarding oversaturation resulting from improper surface drainage are discussed in the drainage section of this report GEOLOGIC HAZARDS A review of the available geological literature pertaining to the site indicates the existence of the Newport-Inglewood/ Rose Canyon Fault Zone approximately 8 5 Km to the west Ground shaking from this fault or one of the major active faults in the region is the most likely happening to affect the site With respect to this hazard, the site is comparable to others in the general area The proposed residential structure should be designed in accordance with seismic design requirements of the 1997 Uniform Building Code or the Structural Engineers Association of California using the following seismic design parameters PARAMETER Seismic Zone Factor, Z Seismic Source Soil Profile Type Near-Source Factor, Na Near-Source Factor, Nv Seismic Coefficient, Ca Seismic Coefficient, Cv VALUE 040 B SD 10 1 1 044 070 UBC REFERENCE Table 16-1 Table 16-U Table 16-J Table 16-S Table 16-T Table 16-Q Table 16-R Based on the absence of shallow groundwater and consistency of the underlying Terrace Deposits Formation, it is our opinion that the potential for liquefaction is very low DOMINGUEZ PROJECT NO 05-1106F4 CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon the analysis of the data and information obtained from our soil investigation This includes site reconnaissance, field investigation, laboratory testing and our general knowledge of the soils native to the site The site is suitable for the proposed residential development provided the recommendations set forth are implemented during construction GRADING AND EARTHWORK Site grading should begin with clearing and grubbing, i e the removal of vegetation and deleterious materials within the area of the proposed building The Tentative Parcel Map shows that Parcel 2 will be graded as a level building pad Therefore, subgrade soils extending to a depth of at least 3 feet below existing grade and a minimum of five (5) feet beyond proposed perimeter footings should be overexcavated, moisture conditioned within 2 percent over optimum and compacted to a minimum of 90 percent relative compaction Proper keying and benching of the subgrade should be observed during site grading Imported fill soils, if required should consist of nonexpansive materials (El < 20) approved by our firm prior to site delivery and processed as above The actual depth and extent of removal should be evaluated in the field at the time of excavation by a representative of this firm Grading should be performed in accordance with the attached appendix A EROSION AND SILTATION Due to the granular characteristics of the on-site soils, areas of recent grading or exposed ground may be subject to erosion During construction, surface water should be controlled via berms, sandbags, siltation basins, positive surface grades, or other method to avoid damage to the finish work or adjoining properties The contractor should take measures to prevent erosion of graded areas until such time as permanent drainage and erosion control measures have been installed After completion cf grading, all excavated surfaces should exhibit positive drainage and eliminate areas where water might pond DOMINGUEZ PROJECTNO 05-1106F4 PERMANENT SLOPES Permanent cut and fill slopes are anticipated to be less than 5 feet in height and may be constructed at a maximum slope ratio of 2 1 (horizontal to vertical) to the heights indicated on the plans Slopes constructed in such a manner are anticipated to be grossly stable Due to the granular nature of the on-site soils, surficial erosion is a common problem It is recommended that drought resistant vegetation is planted on the slope faces as soon as practical to enhance the stability of the slope surfaces FOUNDATION AND SLAB a Continuous and spread footings are suitable for use and should extend a minimum of 18 inches for the two-story residence into the properly compacted fill soils Continuous footings should be at least 15 inches in width and reinforced with four #4 steel bars, two bars placed near the top of the footings and the other two bars placed near the bottom of the footings Spread or isolated footings should be at least 18 inches square and reinforced with #4 steel bars spaced 12 inches on center each way and placed horizontally near the bottom b Interior concrete floor slabs should be a minimum of 4 inches thick Reinforcement should consist of #3 bars placed at 16 inches on center each way within the middle third of the slab by supporting the steel on chairs or concrete blocks "dobies" The slab should be underlain by 2 inches of clean sand over a 10-mil visqueen moisture barrier The effect of concrete shrinkage will result in cracks in virtually all concrete slabs To reduce the extent of shrinkage, the concrete should be placed at a maximum of 4-inch slump The minimum steel recommended is not intended to prevent shrinkage cracks c Where moisture sensitive floor coverings are anticipated over the slab, the 10-mil plastic moisture barrier should be underlain by a capillary break at least 2 inches thick, consisting of coarse sand, gravel or crushed rock not exceeding 3/4 inch in size with no more than 5 percent passing the #200 sieve d An allowable soil bearing value of 1,"'25 pounds per square foot may be used for the design of the above footings founded into the properly compacted fill soils This value may be increased by 300 psf for each additional foot of width or depth to a maximum value of 4500 Ib/ft2, as set forth in the 1997 Edition of the Uniform Building Code, Table No 18-I-A DOMINGUEZ PROJECT NO 05-1106F4 e Lateral resistance to horizontal movement may be provided by the soil passive pressure and the friction of concrete to soil An allowable passive pressure of 250 pounds per square foot per foot of depth may be used A coefficient of friction of 0 35 is recommended The soils passive pressure as well as the bearing value may be increased by 1/3 for wind and seismic loading SETTLEMENT Settlement of compacted fill soils is normal and should be anticipated Because of the type and thickness of the fill soils under the proposed footings and the light building loads, settlement should be within acceptable limits RETAINING WALLS Cantilevered retaining walls should be designed for an "active" lateral earth pressure of 35 psf/ft (35 pcf EFP) for approved granular backfill and level backfill conditions Where cantilevered walls support 2 1 (hor vert) sloping backfill, the equivalent active fluid pressure should be increased to 45 pcf Cantilever walls subject to uniform surcharge loads should be designed for an additional uniform lateral pressure equal to one-third (1/3) the anticipated surcharge pressure Restrained walls should be designed utilizing an "at-rest" earth pressure of 58 psf/ft (58 pcf EFP) for approved granular and level backfill Restrained walls subject to uniform surcharge loads should be designed for an additional uniform lateral pressure equal to one- half (1/2) the anticipated surcharge Retaining wall footings should be embedded a minimum of 18 inches below the lowest adjacent grade Retaining walls that are to be located near the top of slopes should be designed to allow a minimum daylight distance of 7 feet laterally from the outside edge of the footing to the slope face Soil design criteria, such as bearing capacity, passive earth pressure and sliding resistance as recommended under the Foundation and Slab Recommendations section, may be incorporated into the retaining wall design The design and location of retaining walls should be reviewed by our firm for conformance with our recommendations Footings should be reinforced as recommended by the structural engineer and appropriate back drainage provided to avoid excessive hydrostatic wall pressures As a minimum we recommend a fabric- DOMINGUEZ PROJECT NO 05-1106F4 wrapped crushed rock and perforated pipe system At least 2 cubic feet per linear foot of free-drainage crushed rock should be provided The remaining wall backfill should consist of approved granular material This fill material should be compacted to a minimum relative compaction of 90 percent as determined by ASTM D-1557 test method Flooding or jetting of backfill should not be permitted Granular backfill should be capped with a mimimum 18 inches of relatively impervious fill to seal the backfill and prevent saturation It should be noted that the use of heavy compaction equipment in close proximity to retaining structures can result in wall pressures exceeding design values and corresponding wall movement greater than that associated with active or at-rest conditions In this regard, the contractor should take appropriate precautions during the backfill placement UTILITY TRENCH EXCAVATION AND BACKFILL Excavations for on-site utility trenches may be made vertically for shallow depths and must be either shored or sloped at 1H IV for depths greater than 4 feet Utilities should be bedded and backfilled with clean sand or approved granular soil to a depth of at least one foot over the pipe This backfill should be uniformly watered and compacted to a firm condition for pipe support The remainder of the backfill should be on-site soils or non-expansive imported soils, which should be placed in thin lifts, moisture conditioned and compacted to at least 90 % relative compaction DRAINAGE Adequate measures should be undertaken to properly finish grade the site after the structure and other improvements are in place, such that the drainage water within the site and adjacent properties is directed away from the foundations, footings, floor slabs and the tops of slopes via surface swales and subsurface drains towards the natural drainage for this area Proper surface and subsurface drainage will be required to minimize the potential of water seeking the level of the bearing soils under the foundations, footings and floor slabs, which may otherwise result in undermining and differential settlement of the structures and other improvements DOMINGUEZ PROJECT NO 05-1106F4 LIMITS OF INVESTIGATION The recommendations provided in this report pertain only to the site investigated and based upon the assumption that the soil conditions do not deviate from those disclosed in the borings If any variations or undesirable conditions are encountered during construction, or if the proposed construction will significantly differ from that planned at the present time, East County Soil Consultation and Engineering, Inc should be notified so that supplemental recommendations can be provided Plates No 1 through 3, Page L-l, References, and Appendix A are parts of this report Respectfully submitted, Mamadou Saliou Diallo RCE 54071 MSD/md •~1 L__. __i i I r-1 I L__.i •y B-t EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC 10925 HARTLEY RD SUITE 1 SANTEE CA 92071 (619)258 7901 Fax (619)2587902 MO / DOMINGUEZ PROJECT NO 05-1106F4 DEPTH Surface 05' 15' 25' 60' DEPTH Surface 05' 20' 40' PLATE NO 2 SUMMARY SHEET BORING NO 1 SOIL DESCRIPTION TOPSOIL dark brown, moist, loose, silty sand with rootlets COLLUVIUM (Qal) brown, moist, loose, silty fine grained sand (SM) TERRACE DEPOSITS FORMATION (Qt) tan brown, moist, medium dense to dense, silty fine grained sand (SM) 6C <C (t U Ct bottom of boring, no caving, no groundwater boring backfilled 1/14/05 BORING NO 2 SOIL DESCRIPTION TOPSOIL dark brown, moist, loose, silty sand with rootlets COLLUVIUM (Qal) brown, moist, loose, silty fine grained sand (SM) TERRACE DEPOSITS FORMATION (Qt) tan brown, moist, medium dense to dense, silty fine grained sand (SM) bottom of boring, no caving, no groundwater boring backfilled 1/14/05 Y 1067 1144 M 95 104 M 1012 103 BORING NO 3 DEPTH SOIL DESCRIPTION Surface TOPSOIL dark brown, moist, loose, silty sand with rootlets 05' COLLUVIUM (Qal) brown, moist, loose, silty fine grained sand (SM) 3 0' TERRACE DEPOSITS FORMATION (Qt) tan brown, moist, medium dense to dense, silty fine grained sand (SM) 4 0' bottom of boring, no caving, no groundwater boring backfilled 1/14/05 Y M Y = DRY DENSITY M = MOISTURE CONTENT 10 MAJOR DIVISIONS COARSE GRAINED SOILS (MORE THAN 'A OF SOIL > NO 200 SIEVE SIZE) FINE GRAINED SOILS (MORE THAN 'A OF SOIL < NO 200 SIEVE SIZE) GRAVELS (MORE THAN >A OF COARSE FRACTION >NO 4 SIEVE SIZE) SANDS (MORE THAN 'A OF COARSE FRACTION <NO 4 SIEVE SIZE) SILTS & CLAYS LIQUID LIMIT <50 SILTS & CLAYS LIQUID LIMIT >:>0 HIGHLY ORGANIC SOILS SYMBOL GW - GP GM GC SW SP SM sc ML CL OL MH CH OH Pt DESCRIPTION WELL GRADED GRAVELS OR GRAVEL SAND MIXTURES LITTLE OR NO FINES POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES LITTLE OR NO FINES SILTY GRAVELS GRAVEL SAND-SILT MIXTURES CLAYEY GRAVELS, GRAVEL SAND-CLAY MIXTURES WELL GRADED SANDS OR GRAVELLY SANDS LITTLE OR NO FINES POORLY GRADED SANDS OR GRAVELLY SANDS LITTLE OR NO FINES SILTY SANDS SILT SAND MIXTURES CLAYEY SANDS SAND-CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS ROCK FLOUR SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY GRAVELLY CLAYS SANDY CLAYS SILTY CLAYS LEAN CLAYS ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY SOILS ELASTIC SILTS INORGANIC CLAYS OF HIGH PLASTICITY FAT CLAYS ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY ORGANIC SILTY CLAYS ORGANIC SILTS PEAT AND OTHER HIGHLY ORGANIC SOILS CLASSIFICATION CHART (UNIFIED SOIL CLASSIFICATION SYSTEM) CLASSIFICATION BOULDERS COBBLES GRAVEL Coarse Fine SAND Coarse Medium Fine RANGE OF GRAIN SIZES US STANDARD SIEVE SIZE Above 12 Inches 12 Inches To 3 Inches 3 Inches to No 4 3 Inches to 3/4 Inch V. Inch to No 4 No 4 to No 200 No 4 to No 10 No 10 to No 40 No 40 to No 200 SILT AND CLAY | Below No 200 GRAIN SIZE IN MILLIMETERS Above 305 30D To 76 2 76 2 to 4 76 762to 19 1 19 1 to 4 76 4 76 to 0 074 4 76 to 2 00 2 00 to 0 420 0 420 to 0 074 Below 0 074 W X ~ 30A. |« = JOa5 £ 20 10 IX I/I I/I* I// XIC---L iimX uL«L I//I 1 c" /x / 1 I/ /I UMjQH | GRAIN SIZE CHART o 10 20 M *o 30 so 70 ao 90 taa uauio uwr 'u.' " PLASTICITY CHART EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 USCS SOIL CLASSIFICATION DOMINGUEZ PROJECT NO 05-1106F4 PLATE NO 3 FEB 16, 2005 DOMINGUEZ PROJECT NO 05-1106F4 PAGE L-l LABORATORY TEST RESULTS MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT (ASTM D1557) The maximum dry densities and optimum moisture contents of the fill materials as determined by ASTM D1557-91, Procedures A and B which use 25 blows of a 10 pound slide hammer falling from a height of 18 inches on each of 5 equal layers in a 4 inch diameter 1/30 cubic foot compaction cylinder and Procedure C which uses 56 blows of a 10 pound slide hammer falling from a height of 18 inches on each of 5 equal layers in a 6 inch diameter 1/13 3 cubic foot compaction cylinder are presented as follows SOIL TYPE/ PROCEDURE I/A DESCRIPTION TAN BROWN SILTY SAND MAXIMUM DRY DENSITY (PCF) 1305 OPTIMUM MOISTURE CONTENT (%} LOCATION 95 B-l@10' EXPANSION INDEX TEST (ASTM D4829) INITIAL MOISTURE CONTENT(%) SATURATED MOISTURE CONTENTS INITIAL DRY DENSITY EXPANSION (PCH INDEX LOCATION 8 154 1153 0 PARTICLE SIZE ANALYSIS (ASTM D422) B-l (ffi 1 0' ••irtJO -?"'•-'&> ;vK~i>V;; .'•-,•••'. . " if ";- -- ,• • . ^4;:lP^.;Standard v: -';";. i-'Ufi&.'V-/* vSieve Size " ' •. ''jpji^j'ti. ,^ ,. * t< ' 3/4" 1/2" 3/8" #4 #8 #16 #30 #40 #60 #100 #200 uses : "?vr!,, • ' ' -Percent' Passing , • •• .'•'"-'', .•~"V""''*'^B-1@10' ' *v Colluvium - . - 100 99 93 77 42 25 18 SM • d'ili- lEfrcentPjsSUig.^:, ^.-.;? -^i^%-r@ 5.o'.^^'f K; ' Terrace Deposits ' - - - 100 99 91 72 37 23 18 SM 11 DOMINGUEZ PROJECTNO 05-1106F4 REFERENCES 1 "1997 Edition, Uniform Building Code, Volume 2, Structural Engineering and Design Provisions", Published by International Conference of Building Officials 2 "Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada", Published by International Conference of Building Officials 3 "Geologic Maps of the Northwestern Part of San Diego County, California", Plate No 1, Geologic Maps of the Oceanside, San Luis Key, and San Marcos 7 5' Quadrangles, by Siang S Tan and Michael P Kennedy, 1996 4 "Limited Site Investigation, Proposed Two-Story, Residential Addition, 3935 Linmar Lane, City of Carlsbad, California", Project No 04-1106F7, Prepared by East County Soil Consultation and Engineering, Inc , Dated February 9, 2004 5 "Limited Site Investigation, Proposed Two-Story, Single-Family Residence, 2359 Pio Pico Drive, APN 156-351-06, City of Carlsbad, California", Project No 04-1106E3, Prepared by East County Soil Consultation and Engineering, Inc , Dated November 23, 2004 12 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE I SANTEE, CALIFORNIA 92071 (619) 258-7901 APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS 1 General Description The intent of these specifications is to obtain uniformity and adequate strength in filled ground so that the proposed structures may be safely supported The procedures include the clearing and preparation of the land to be filled, processing the fill soils, the spreading, and compaction of the filled areas to conform with the lines and grades as shown on the approved plans The owner shall retain a Civil Engineer qualified in soil mechanics (herein referred to as engineer) to inspect and test earthwork m accordance with these specifications The engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such time that corrective measures are taken, necessary to comply with the specifications It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction 2 Preparing Areas to be Filled (a) All brush, vegetation and any biodegradable refuse shall be removed or otherwise disposed of so as to leave the areas to be filled free of vegetation and debris Any uncompacted filled ground or loose compressible natural ground shall be removed unless the report recommends otherwise Any buried tanks or other structures shall be removed and the depression backfilled to the satisfaction of the engineer (b) The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least 12 inches (12") (c) After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less than 90 percent of maximum dry density in accordance with ASTMD1557-91 (d) Where fills are made on slopes greater than 20 percent, horizontal benches shall be cut into the firm natural ground The initial bench at the toe of the fill shall be at least 15 feet in width on firm undisturbed natural ground The width of all succeeding benches shall be at least 6 feet APPENDIX A '3 Fill Materials All material shall be approved by the engineer and shall consist of materials free from vegetable matter, and other lumps greater than 6 inches in diameter If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics Any special treatment recommended in the preliminary or subsequent soils reports not covered herein shall become an addendum to these specifications 4 Placing and Compacting Fill Materials (a) When the moisture content of the fill material is below that specified, water shall be added until the moisture content is near optimum to assure uniform mixing and effective compaction (b) When the moisture content of the fill materials is above that specified, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified (c) After processing, the suitable fill materials shall be placed in layers which, when compacted, shall not exceed six inches (6") Each layer shall be spread evenly and shall be thoroughly mixed during the spreading insure uniformity of materials and moisture in each layer (d) After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the density set forth in paragraph 2 (c) above Compaction shall be accomplished with approval types of compaction equipment Rolling shall be accomplished while the fill material is at the specified moisture content In place density tests shall be performed in accordance with ASTM D1556-90 (e) The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment Compacting operations shall be continued until the slopes are stable and until there is no appreciable amount of loose soil on the slopes 5 Inspection Sufficient inspection by our firm or the Soil's Engineer of record and/or his/her representative shall be maintained during the filling and compacting operations so that he/she can verify that the fill was constructed m accordance with the accepted specifications 6 Seasonal Limits No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits When the work is interrupted by rain, fill operations shall not be resumed until the moisture content and density of fill are as previously specified All recommendations presented in the attached report are a part of these specifications City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential |34<? o N/A/ Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit Square Feet of Living Area in SOU Residential Additions Net Square Feet New Area Commercial/Industrial Square Feet Floor Area X City Certification of // Applicant Information *7i^Date OOL S WITHIN THE CITY OF CARLSBAD 'CaplsSad Unified School District 225 El Cammo Real Carlsbad CA 92009 (331-5000) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact Nancy Dolce (By Appt Only) Encinitas union sicfiool District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encinitas Blvd Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners The person executing this declaration ( Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect and that (2) the Owner is the owner/developer of the above described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner Signature Date 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 Building Counter • (76O) 6O2-2719 • FAX (760)Revised 4/20/00 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))************* THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL Tm P GHYLEN FREEMAN11' Lt DEPUTY SUPERINTENDENT CARLSBAD UNIFIED SCHOOL DISTRICT NAME OF SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 DATE PHONE NUMBER Revised 4/20/00 CARLSBAD UNIFIED SCHOOL DISTRICT \ \ JF.FFFRSON ELEMENTARY \ \ AVIARA OAKS ELEMENTARY ] CARl SBAD HIGH SCHOOL \ \ MAGNOLIA ELEMENTARY \ \ AVIARA OAKS MIDDLE SCHOOL | | CARLSBAD VILLAGE ACADEMY | | CALAVERA H/LLS SCHOOL \ \ PACIFIC RIM | | VALLFY MIDDLE SCHOOL \ \ KELt FY SCHOOL \ \ CALAVERA HILLS MIDDLE SCHOOL [ _J BUENA VISTA SCHOOL [J~|] HOPF SCHOOI | | OTHER DATERECEIVED FROM (If Applicable) PARENT OF 1 5MM PAYMENT FOR ACCQUNXNUMBER Receipt No 19108 Q^ - AMOUNT RECEIVED BY CASH ..CHECK #.TOTAL